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论文类型： 期刊论文

发表时间： 2010-06-01

发表刊物： JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A

收录刊物： SCIE、EI、ISTIC、CSCD

卷号： 11

期号： 6

页面范围： 432-439

ISSN号： 1673-565X

关键字： Response surface method (RSM); Reliability; Gravity dam; Singular value decomposition; Weighted regression; Deviation coefficient

摘要： The aim of this study was to design and construct an improved response surface method (RSM) based on weighted regression for the anti-slide reliability analysis of concrete gravity dam. The limitation and lacuna of the traditional RSM were briefly analyzed. Firstly, based on small experimental points, research was devoted to an improved RSM with singular value decomposition techniques. Then, the method was used on the basis of weighted regression and deviation coefficient correction to reduce iteration times and experimental points and improve the calculation method of checking point. Finally, a test example was given to verify this method. Compared with other conventional algorithms, this method has some strong advantages: this algorithm not only saves the arithmetic operations but also greatly enhances the calculation efficiency and the storage efficiency.